Discussion of “On the Comparison of Timoshenko and Shear Models in Beam Dynamics” by Noël Challamel
Publication: Journal of Engineering Mechanics
Volume 134, Issue 3
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References
Aristizabal-Ochoa, J. D. (2004). “Timoshenko beam-column with generalized end conditions and nonclassical modes of vibration of shear beams.” J. Eng. Mech., 130(10), 1151–1159.
Aristizabal-Ochoa, J. D. (2007a). “Dynamic modal analysis and stability of cantilever shear buildings: Importance of moment equilibrium.” J. Eng. Mech., 133(7), 735–747.
Aristizabal-Ochoa, J. D. (2007b). “Static and dynamic stability of uniform shear beam-columns under generalized boundary conditions.” J. Sound Vib., 307(1–2), 69–88.
Kausel, E. (2002). “Nonclassical modes of unrestrained shear beams.” J. Eng. Mech., 128(6), 663–667.
Panovko, Y. G., and Gubanova, I. I. (1964) Stability and oscillations of elastic systems, Consultants Bureau Enterprises Inc., New York, 127–130.
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© 2008 ASCE.
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Published online: Mar 1, 2008
Published in print: Mar 2008
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125-Year Generation Professor, National Univ., School of Mines, Medellín, Colombia. E-mail: [email protected]
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